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FAS 176 over NONCONNAH CREEK

Map 

Coordinates:
+35.07694, -89.93111
35°04'37" N, 89°55'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAS 176 over NONCONNAH CREEK
Structure number:79E02010003
Location:0.2 MI. S OF I-240 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:51.2 ft. [15.6 m]
Total length:239.8 ft. [73.1 m]
Roadway width between curbs:88.6 ft. [27.0 m]
Deck width edge-to-edge:103.4 ft. [31.5 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1984
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:35,870 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:77.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,258,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201577.4Not deficientFairSatisfactorySatisfactory35870
May 201378.9Not deficientFairSatisfactorySatisfactory32180
July 201175.8Structurally deficientPoorSatisfactorySatisfactory34120
July 200978.9Not deficientSatisfactorySatisfactorySatisfactory35230
July 200778.0Not deficientSatisfactorySatisfactorySatisfactory37520
July 200577.9Not deficientSatisfactorySatisfactorySatisfactory38270
July 200377.9Not deficientSatisfactorySatisfactorySatisfactory39770
August 200176.9Not deficientSatisfactorySatisfactorySatisfactory42480
September 199968.5Not deficientSatisfactorySatisfactorySatisfactory45780
March 199865.5Not deficientFairSatisfactoryFair43750
October 199565.5Not deficientFairSatisfactoryFair42260
September 199365.5Not deficientFairSatisfactoryFair38620
December 199149.5Structurally deficientFairSatisfactoryPoor43560